HomeMy WebLinkAboutAPPROVED HINOTE roofing permit infoST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED
BELOW:
Roof System
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
Low Slope Application
A, B, C
1,2,3,4,5,8,7
Prescriptive BUR-RAS 150
A, B, C
2,4 5,fi 7
Asphaltic Shingles
A, B, D
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,2,3,4,5,6,7
Woad Shingles and
Shakes
A, B, D
1 2 4 5,fi,1
'Other
As Applicable
1,2,9,4E 5,6,7
ATTACHMENTS REQUIRED As Applicable):
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
Other Component of Product Approval
4.
S.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 19, 2021
ST. LUCIE VOHKS
Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.:
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': — Zone 1: Zone 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base lnsultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheets)' & No. of Ply(5)-
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—"
oc @ Lap, # Rows
@ "(M
Zone 1:—"
oc @ Lap, # Rows
@ "oc
Zone 2 :—"
oc @ Lap, # Rows
@ "Go
Zone 3:—"
oc @ Lap, # Rows
@ "ao
Number of Fasteners Per Insulation Board -
Zone 1': Zone 1: Zone 2: Zone 3:
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.,
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16. .
Section ❑ (Steep Slope Roof System)
Roof System Manufacturer: JA TAYLOR ROOFING 5V CRIMP
Notice of Acceptance Number: FL#17443,1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -74 Zone 2e: -74 Zone 2n:108 Zone 2r: -108 Zone 3e�i108 Zone 3r: -128
Deck Type: I PLYWOOD
\ns
en PEEL 8STICK-POLYGLA55 MT5 FL#5259.1
Roof Slope:
2 12
rrier:
Ridge Ventilation?stener Type & Spacing: 6" FIELD 14" PERIMETER, 8❑ RING SHANK NAILS
Adhesive Type:
\ypp Sheet
Mean Roof`Height: 15' FT f Covering: METAL
Type & Size Drip =2-x2-
Edge:
ST. LUCIE : s° ,
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf values
are greater than or equal to the MrvaIues, for each area of the roof, then the tile attachment method is acceptable.
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1: x)L= _ Mg: = Mrf Product Approval Mi
(Zone 2e: x _ _ Mg: = M� Product Approval Mr
(Zone2n: xIL _ ,�--M9: =Mb, Prod uctApprovaIMr
(Zone 2r: x )L= - Mg: = Me& Product Approval Mr
{Zone 3e: x ;L = �� _ = M. Product Approval Mf
(Zone 3r: ' x = �.} - Mg: _ MaProduct Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Annroval Mr
Mr required Moment Resistance"
Mean Roof Height Roof Slope
15'
1 20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30,0
wiUaL uc uacu Ii wnJuiICUUn WILn a I15L oT moment Dasea Tile systems
■ For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= ) -W: cos r =Fri Product Approval F'
(Zone 2e: x L =x W:= ) -W: cos r =Foe Product Approval F'
(Zone 2n: x L =x W:= ) -W. cos r =Fr2n Product Approval F,
(Zone 2r: x L =x W:= ) -W: cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W.= ) -W: cos r =Frh Product Approval F'
(Zone 3r: x L =x W.= ) -W: cos r =Fr3r Product Approval F'
Where to Obtain Information
Description Symbol Where to find
Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Me
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of
permit application.